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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
3
1
4

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa²/2l
wl/a
wa/l

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/3
L/2
L/4

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Circle
Straight line
Ellipse

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
2F/3A
3F/2A
F/2A

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/3
1/8
1/4
1/2

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